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INTRODUCTION ON AGGREGATE
CRUSHING VALUE APPARATUS
Ashian Engineers
Company India
By Er. Abhishek Sagar
PRINCIPLE:
The principle mechanical properties
required in road stones are
• Satisfactory resistance to crushing under the
roller during construction.
• Adequate resistance to surface abrasions
under traffic.
APPARATUS:
(i) Cylindrical measure and plunger
(ii) Compression testing machine
(iii) IS Sieves of sizes - 12.5mm, 10mm and
2.36mm
FIGURE:
PROCEDURES:
(i) The aggregates passing through 12.5mm and
retained on 10mm IS Sieve are oven-dried at
a temperature of 100 to 110oC for 3 to 4hrs.
(ii) The cylinder of the apparatus is filled in 3
layers, each layer tamped with 25 strokes of
a tamping rod.
(iii) The weight of aggregates is measured
(Weight 'A').
PROCEDURES:
(iv) The surface of the aggregates is then leveled
and the plunger inserted. The apparatus is
then placed in the compression testing
machine and loaded at a uniform rate so as to
achieve 40t load in 10 minutes. After this, the
load is released.
(v) The sample is then sieved through a 2.36mm
IS Sieve and the fraction passing through the
sieve is weighed (Weight 'B').
(vi) Two tests should be conducted.
CALCULATION:
• Aggregate crushing value = B/A x 100%
• The result should be recorded to the first
decimal place and the mean of the two results
reported.
• To achieve a high quality of pavement,
aggregate possessing low crushing value
should be preferred.
APPLICATION:
• The test can be used to asses the suitability of
aggregates with reference to the crushing
strength for various type of pavement
components.
• The aggregates used for the surface course of
pavements should be strong enough to
withstand the stresses due to wheel loads
including the steel tyre of loaded bullock-
carts
THANK YOU

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Introduction on aggregate crushing value apparatus

  • 1. INTRODUCTION ON AGGREGATE CRUSHING VALUE APPARATUS Ashian Engineers Company India By Er. Abhishek Sagar
  • 2. PRINCIPLE: The principle mechanical properties required in road stones are • Satisfactory resistance to crushing under the roller during construction. • Adequate resistance to surface abrasions under traffic.
  • 3. APPARATUS: (i) Cylindrical measure and plunger (ii) Compression testing machine (iii) IS Sieves of sizes - 12.5mm, 10mm and 2.36mm
  • 5. PROCEDURES: (i) The aggregates passing through 12.5mm and retained on 10mm IS Sieve are oven-dried at a temperature of 100 to 110oC for 3 to 4hrs. (ii) The cylinder of the apparatus is filled in 3 layers, each layer tamped with 25 strokes of a tamping rod. (iii) The weight of aggregates is measured (Weight 'A').
  • 6. PROCEDURES: (iv) The surface of the aggregates is then leveled and the plunger inserted. The apparatus is then placed in the compression testing machine and loaded at a uniform rate so as to achieve 40t load in 10 minutes. After this, the load is released. (v) The sample is then sieved through a 2.36mm IS Sieve and the fraction passing through the sieve is weighed (Weight 'B'). (vi) Two tests should be conducted.
  • 7. CALCULATION: • Aggregate crushing value = B/A x 100% • The result should be recorded to the first decimal place and the mean of the two results reported. • To achieve a high quality of pavement, aggregate possessing low crushing value should be preferred.
  • 8. APPLICATION: • The test can be used to asses the suitability of aggregates with reference to the crushing strength for various type of pavement components. • The aggregates used for the surface course of pavements should be strong enough to withstand the stresses due to wheel loads including the steel tyre of loaded bullock- carts